Preparing Design Aids for Fe550 Steel for M20 Grade of Concrete Using SP-16

Abstract

The main purpose of this paper presentation is to develop design aids for Fe 550 grade of steel from sp 16 handbook. The design aids prepared will be in the form of tables which will benefit in the calculations of various components of concrete structures. To prepare design aids for FE550, you would need to focus on creating resources that cover various aspects related to structural design, specifically for materials like Fe550. Design aids typically include information on material strength, stress-strain relationships, flexural members, compression members, shear and torsion, development length, anchorage, deflection calculation, and general tables, explanations of the basis of preparation, and worked examples illustrating the use of the design aids.

Introduction

I. INTRODUCTION

SP 16 is a Handbook consisting of various tables to assist the Concrete Designers to find the data and results quickly and some examples how to use those tables.

The sp 16:1980 has tables and charts that help structural engineers to design simple sections rapidly for Fe 250, Fe 415 and Fe 500 but do not include grade of steel higher than Fe 500.

IS 456:2000 is a statutory authority to a designer who has to follow the clauses in every letter and spirit.

IS 456 contains complete set of guidelines & information regarding Reinforced Concrete while SP 16 is aid to IS 456 i.e., SP16 assists in designing reinforced concrete structures according to IS456.

The paper presentation focus on the steel of grade Fe 550 which is not available in the sp16 handbook.

II. LITERATURE REVIEW

[1] These design aids have been prepared on the basis of work done by Shri P. Padmanabhan, Officer on Special Duty, ISI. Shri B. R. Narayanappa, Assistant Director, IS1 was also associated with the work. The draft Handbook was circulated for review to Central Public Works Department, New Delhi; Cement Research Institute of India, New Delhi; Metallurgical and Engineering Consultants (India) Limited, Ranchi, Central Building Research Institute, Roorkee; Structural Engineering Research Centre, Madras; M/s C. R. Narayana Rao, Madras; and Shri K. K. Nambiar, Madras and the views received have been taken into consideration while finalizing the Design Aids.

[2] IS 456:2000

Conclusion

Studying design aids for FE 550 grade of steel can lead to conclusions regarding its structural properties, suitability for various applications, and the effectiveness of design guidelines in optimizing performance and safety. These conclusions can inform engineers and designers about the best practices for utilizing FE 550 grade steel in their projects, considering factors such as strength, ductility, and cost-effectiveness.

References

[1] sp 16:1980 [2] IS 456:2000 [3] Burgan, Bassam A and Michael R. Sansom. \"Sustainable steel construction.\" J Constr Steel Res 62 (2006): 1178-1183. [4] Heyman, Jacques. \"Design of a simple steel truss.\" Proc Inst Civ 163 (2010): 53-56 [5] Truong, Gia Toai, Jong-Chan Kim and Kyoung-Kyu Choi. \"Seismic performance of reinforced concrete columns retrofitted by various methods.\" Eng Struct 134 (2017): 217-235. [6] Gorgolewski, Mark. \"The implications of reuse and recycling for the design of steel buildings.\" Can J Civ Eng 33 (2006): 489-49 [7] Rossi, Barbara. \"Discussion on the use of stainless steel in constructions in view of sustainability.\" Thin-Walled Struct 83 (2014): 182-189. [8] Wang, R.; Shenoi, R.A. Experimental and numerical study on ultimate strength of steel tubular members with pitting corrosion damage. Mar. Struct. 2019, 64, 124–137 [9] EN 1993?1?1; Eurocode 3: Design of Steel Structures—Part 1-1: General Rules and Rules for Buildings. European Committee for Standardisation: Brussels, Belgium, 2004

Copyright

Copyright © 2024 Prof. Kiran Ghodke, Mr. Prathamesh Kamble, Ms. Sakshi Patil, Mr. Zorengpuia Liantluang, Mr. Omkar Erandole . This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.